JPS5828225B2 - Manufacturing method of hardened cement - Google Patents
Manufacturing method of hardened cementInfo
- Publication number
- JPS5828225B2 JPS5828225B2 JP5054676A JP5054676A JPS5828225B2 JP S5828225 B2 JPS5828225 B2 JP S5828225B2 JP 5054676 A JP5054676 A JP 5054676A JP 5054676 A JP5054676 A JP 5054676A JP S5828225 B2 JPS5828225 B2 JP S5828225B2
- Authority
- JP
- Japan
- Prior art keywords
- cement
- tsh
- manufacturing
- parts
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
- 239000004568 cement Substances 0.000 title claims description 21
- 238000004519 manufacturing process Methods 0.000 title claims description 5
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 14
- 239000003365 glass fiber Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 239000000654 additive Substances 0.000 claims description 5
- 239000000306 component Substances 0.000 claims description 3
- 239000012763 reinforcing filler Substances 0.000 claims description 3
- 239000012779 reinforcing material Substances 0.000 claims description 3
- 229910001653 ettringite Inorganic materials 0.000 claims description 2
- BYFGZMCJNACEKR-UHFFFAOYSA-N aluminium(i) oxide Chemical compound [Al]O[Al] BYFGZMCJNACEKR-UHFFFAOYSA-N 0.000 claims 2
- 239000003513 alkali Substances 0.000 description 6
- 238000001723 curing Methods 0.000 description 6
- 239000003973 paint Substances 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
- 235000011941 Tilia x europaea Nutrition 0.000 description 4
- 239000004571 lime Substances 0.000 description 4
- 239000010425 asbestos Substances 0.000 description 3
- 229910052593 corundum Inorganic materials 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 229910052895 riebeckite Inorganic materials 0.000 description 3
- 229910001845 yogo sapphire Inorganic materials 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000010422 painting Methods 0.000 description 2
- 239000000546 pharmaceutical excipient Substances 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 1
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 1
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- DHKHKXVYLBGOIT-UHFFFAOYSA-N acetaldehyde Diethyl Acetal Natural products CCOC(C)OCC DHKHKXVYLBGOIT-UHFFFAOYSA-N 0.000 description 1
- 125000002777 acetyl group Chemical class [H]C([H])([H])C(*)=O 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 229910001593 boehmite Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 1
- 235000009120 camo Nutrition 0.000 description 1
- 235000005607 chanvre indien Nutrition 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 229910001648 diaspore Inorganic materials 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 238000013007 heat curing Methods 0.000 description 1
- 239000011487 hemp Substances 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- FAHBNUUHRFUEAI-UHFFFAOYSA-M hydroxidooxidoaluminium Chemical compound O[Al]=O FAHBNUUHRFUEAI-UHFFFAOYSA-M 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- 239000012784 inorganic fiber Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011490 mineral wool Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- FWFGVMYFCODZRD-UHFFFAOYSA-N oxidanium;hydrogen sulfate Chemical compound O.OS(O)(=O)=O FWFGVMYFCODZRD-UHFFFAOYSA-N 0.000 description 1
- TWNQGVIAIRXVLR-UHFFFAOYSA-N oxo(oxoalumanyloxy)alumane Chemical compound O=[Al]O[Al]=O TWNQGVIAIRXVLR-UHFFFAOYSA-N 0.000 description 1
- RVTZCBVAJQQJTK-UHFFFAOYSA-N oxygen(2-);zirconium(4+) Chemical compound [O-2].[O-2].[Zr+4] RVTZCBVAJQQJTK-UHFFFAOYSA-N 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000010454 slate Substances 0.000 description 1
- 235000019832 sodium triphosphate Nutrition 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 229910001928 zirconium oxide Inorganic materials 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Description
【発明の詳細な説明】
従来セメント中にガラス繊維を混合して、硬化させてセ
メント硬化体の強度を改良しようとする試みがなされて
いた。DETAILED DESCRIPTION OF THE INVENTION Conventionally, attempts have been made to improve the strength of a hardened cement product by mixing glass fibers into cement and curing the mixture.
しかしセメントは水硬時に多量の消石灰を生成−この石
灰がアルカリ性に弱いガラス繊維を侵すために長期に亘
って補強効果を維持することができなかった。However, cement produces a large amount of slaked lime during hydraulic hardening, and because this lime corrodes the glass fibers, which are susceptible to alkalinity, the reinforcing effect could not be maintained over a long period of time.
筐た、セメント硬化体、たとえばスレートなどの塗装に
卦いては、セメントが硬化時に析出してくる遊離のCa
(0H)2のために塗料ののりが悪くさらに密着性も悪
く、塗膜のはがれなどの欠点が生じていた。When painting casings or cement-hardened materials such as slate, free Ca precipitates when the cement hardens.
Because of (0H)2, the paint did not spread well and had poor adhesion, resulting in defects such as peeling of the paint film.
本発明は以上のような欠点を改良する目的でなされたも
ので、セメント類にエトリンガイト〔3CaO−A12
03 ・3CaSO4・31〜32 H20s以下TS
Hという〕とアルミナ成分とガラス繊維と水を加え、さ
らに更すれば他の繊維状補強材、充填剤等のその他の添
加物を加えて均一に混合した後賦形し、養生することを
特徴とする繊維強化セメント硬化体の製法を提供するも
のである。The present invention was made for the purpose of improving the above-mentioned drawbacks.
03 ・3CaSO4・31~32 H20s or less TS
H), alumina component, glass fiber, and water, and further, other additives such as other fibrous reinforcing materials and fillers are mixed uniformly, then shaped and cured. The present invention provides a method for producing a cured fiber-reinforced cement body.
以下本発明の詳細な説明する。The present invention will be explained in detail below.
(1)本発明で用いるセメント類とは、ポルトランドセ
メント、高炉セメント、白セメント、早強セメンドナど
一般にセメントと称されるものであって水硬性を有し、
水硬時に石灰を遊離するセメントの全てが対象となる。(1) The cements used in the present invention are generally referred to as cements such as Portland cement, blast furnace cement, white cement, and early-strength cement and have hydraulic properties.
This applies to all cements that liberate lime during hydraulic hardening.
(2)TSHは以下のようにして得られるが、以下の例
示の方法に限らずどの方法を用いてもよくTSHの製法
については限定する主旨ではない。(2) TSH can be obtained as follows; however, any method other than the methods exemplified below may be used, and the method for producing TSH is not limited.
■ 硫酸アルミニウムの水溶液と、CaO成分の反応に
よりTSHを得る。(2) Obtain TSH by reacting an aqueous solution of aluminum sulfate with a CaO component.
■ OaOとAl2O3を3=1のモル比でまたはこれ
に近いモル比で混合しこれを900〜1400℃の高温
で焼成し、いわゆる03A〔3CaO−A1203〕を
形成し、これに所要量の石コウを添加し、多量の水の存
在下で反応させてTSHを得る。■ OaO and Al2O3 are mixed at a molar ratio of 3=1 or a molar ratio close to this, and this is calcined at a high temperature of 900 to 1400°C to form so-called 03A [3CaO-A1203], and the required amount of stone is added to this. Coal is added and reacted in the presence of a large amount of water to obtain TSH.
■ 30aO+Al2O3・0aSO+ ・12H2
0(カルシウムアルミネートモノサルフェートハイドレ
ート、以下MSHと略す)に対し石コウをM S H:
Oa 804 ・2H20の比がモル比で1:2また
はその近くになるように配合し、これを水の存在下反応
させることによりTSHを得る。■ 30aO+Al2O3・0aSO+・12H2
0 (calcium aluminate monosulfate hydrate, hereinafter abbreviated as MSH), stone powder is M
TSH is obtained by blending Oa 804 .2H20 so that the molar ratio is 1:2 or close to it, and reacting this in the presence of water.
ここで石コウとは無水、半水、二水石コウの倒れでもよ
い。Here, gypsum may also be anhydrous, semi-hydrous, or dihydrate gypsum.
(3)アルミナ成分としては、酸化アルミニウム(A1
20a)、アルミナ水和物〔ジブサイト、ベーマイト、
ダイアスポア、パイヤライトなど〕、活性アルミナ1、
アルミナ水和物のヒドロゲ)4が用いられる。(3) As the alumina component, aluminum oxide (A1
20a), alumina hydrate [gibsite, boehmite,
Diaspore, Piayarite, etc.], activated alumina 1,
Alumina hydrate hydrogen) 4 is used.
上記のアルミナ成分は単独で用いても併用してもよい。The above alumina components may be used alone or in combination.
(4)TSHとアルミナ成分はモル比がTSH/A1□
03=1/2 tたはその近くにすることが望ましい。(4) The molar ratio of TSH and alumina component is TSH/A1□
It is desirable to set the value to 03=1/2t or close to it.
望ましい範囲はTSH1モルに対しアルミナ成分が1.
0〜3.0モルである。The desirable range is that the alumina component is 1.0% per mole of TSH.
It is 0 to 3.0 moles.
TSHとアルミナ成分の添加量はセメントから遊離する
石灰の量により異るが、たとえばポルトランドセメント
100重量部(以下部と略す)に対しその合計量が5〜
30重量部になるように添加することが適当でこの範囲
以下の量であると添加の効果が少なく、その範囲以上で
あると、強度が低下する傾向がある。The amounts of TSH and alumina components added vary depending on the amount of lime liberated from the cement, but for example, the total amount is 5 to 100 parts by weight (hereinafter referred to as "parts") of Portland cement.
It is appropriate to add 30 parts by weight; if the amount is below this range, the effect of addition will be small, and if it is above this range, the strength will tend to decrease.
(5)ガラス繊維は一般に用いられる補強用ガラス繊維
であればどんなものでもよい、耐アルカリガラス繊維で
もよい。(5) The glass fiber may be any commonly used reinforcing glass fiber, or may be an alkali-resistant glass fiber.
ガラス繊維は限定はしないがたとえばポルトランドセメ
ント100部に対し1.0φ〜2.0%1で加えること
が好1しく、その長さはたとえば178インチから1イ
ンチまで種々の長さのものを用いることができる。Glass fibers are not limited, but preferably added at 1.0φ to 2.0% 1 per 100 parts of Portland cement, and various lengths are used, for example, from 178 inches to 1 inch. be able to.
(6)本発明において、必要に応じて加えるその他の添
加物としては、たとえばガラス繊維以外の補強用繊維、
充填剤、顔料、骨材などが用いられる。(6) In the present invention, other additives added as necessary include reinforcing fibers other than glass fibers,
Fillers, pigments, aggregates, etc. are used.
たとえばアスベスト、ロックウールなどの無機繊維、合
成繊維(ナイロン、ポリビニルアセタール、ポリビニル
ホルマール、ポリエステルなど)、天然有機繊維(パル
プ、麻など)が用いられる。For example, inorganic fibers such as asbestos and rock wool, synthetic fibers (nylon, polyvinyl acetal, polyvinyl formal, polyester, etc.), and natural organic fibers (pulp, hemp, etc.) are used.
これらの添加物の配合量は製品の使用目的に応じて、あ
るいは製造状況に応じて決定される。The amount of these additives to be added is determined depending on the intended use of the product or the manufacturing conditions.
たとえば抄造法により板状体を得る場合はアスベスト繊
維が2〜15%の割合で加えられる。For example, when a plate-shaped body is obtained by a papermaking method, asbestos fibers are added at a rate of 2 to 15%.
筐た、有機物は(たとえば繊維)20%を超えると耐燃
性が悪くなるので好筐しくない。However, if the content of organic matter (for example, fiber) exceeds 20%, the flame resistance deteriorates, so it is not a good choice.
(7)以上の各原料を適宜混合し、賦形し、養生する。(7) The above raw materials are appropriately mixed, shaped, and cured.
賦形手段は限定しない。たとえば、圧縮法、押出法、注
型法、抄造法がある。The excipient means are not limited. For example, there are compression methods, extrusion methods, casting methods, and paper making methods.
これらの賦形手段に適するよう水の混合量が決定される
。The amount of water to be mixed is determined to be suitable for these shaping means.
たとえば注型法にはスラリ状が適し、抄造法には白水状
が適する。For example, a slurry form is suitable for the casting method, and a white water form is suitable for the papermaking method.
賦形後の養生条件は限定しない。The curing conditions after shaping are not limited.
自然養生、湿熱養生、オートクレーブ養生等を含む。Includes natural curing, moist heat curing, autoclave curing, etc.
以上により本発明に係る強化セメント硬化体が得られる
。Through the above steps, a reinforced cement hardened body according to the present invention is obtained.
(8)以上に説明したように本発明はセメント類にエト
リンガイト〔3CaO・Al2O3・3Ca幻4・31
〜32H20、以下TSHという〕とアルミナ成分とガ
ラス繊維と水を加え、さらに更すれば他の繊維状補強材
、充填剤等のその他の添加物を加えて均一に混合した後
、賦形し、養生することを特徴とするのでセメント中の
アルカリが固定されアルカリに弱いガラス繊維によって
も補強効果が得られ、またアルカリの析出が少ないので
塗料ののりが改良されるのである。(8) As explained above, the present invention uses ettringite [3CaO・Al2O3・3Ca Phantom 4・31
~32H20, hereinafter referred to as TSH], an alumina component, glass fiber, and water, and further, other additives such as other fibrous reinforcing materials and fillers are added and mixed uniformly, and then shaped. Since it is characterized by curing, the alkali in the cement is fixed, and even the glass fibers, which are weak against alkali, can provide a reinforcing effect, and since there is little alkali precipitation, the adhesion of paint is improved.
セメント中のアリカリが本発明にち−いて固定される理
由については定かでないが、以下のような式で表わされ
る反応が起り、MSHが生成し石灰が固定されるためで
あると推考される。The reason why alkali in cement is fixed according to the present invention is not clear, but it is thought that it is because a reaction expressed by the following formula occurs, producing MSH and fixing lime.
30aOHA120g ・30aso、@31〜32H
20+6CaO+2A1203−+ 3(30a041
203 ・Oa 804 ・12H20)
実施例 1
ポルトランドセメント100部、ケイ砂(325メツシ
ユフリーパス)10部、TSH17,8部、水酸化アル
ミニウム(ベーマイ))2.2部、ガラス繊維5部、ア
スベスト10部、水200部を混合しこれを抄造し、メ
ーキングマシーンにより5間の厚さにしたのちこれを4
週間自然養生することにより繊維強化セメントシートを
得た。30aOHA120g ・30aso, @31~32H
20+6CaO+2A1203-+ 3(30a041
203 ・Oa 804 ・12H20) Example 1 100 parts of Portland cement, 10 parts of silica sand (325 mesh free pass), 17.8 parts of TSH, 2.2 parts of aluminum hydroxide (Boehmai), 5 parts of glass fiber, asbestos 10 parts and 200 parts of water were mixed, this was made into a paper, and after making it into a 5mm thick paper using a making machine, it was made into a 4mm thick paper.
A fiber-reinforced cement sheet was obtained by natural curing for a week.
得られたセンイ強化セメントシートの強度は曲げ強度5
80 kg/ca % シャルピー衝撃強度は27〔k
g備/c−1,lであった。The strength of the obtained fiber-reinforced cement sheet is bending strength 5
80 kg/ca % Charpy impact strength is 27 [k
It was gbi/c-1,l.
試験片の破壊面よう露出したガラス繊維を、顕微鏡観察
すると外観は殆んど変化していないことがわかった。Microscopic observation of the glass fibers exposed on the fractured surface of the test piece revealed that the appearance had hardly changed.
また、塗装した後、塗料の剥離状態を観察したところ、
塗料の「のり」が改良されていた。In addition, after painting, we observed the peeling state of the paint, and found that
The ``glue'' of the paint has been improved.
美施例 2
実施例1と同様の配合、成形方法で、賦形してシートを
作った。Beautiful Example 2 A sheet was formed using the same formulation and molding method as in Example 1.
これとは別に無定形シリカ1部、ベンガラ0.1部、分
散剤(トリポリリン酸ソーダ)0.01部、クラック防
止剤(酸化ジルコニウム)0.01部、水1部を配合し
てなる塗膜用スラリーを200 S’/7n2の割合で
さきの賦形体に塗布し自然養生させた。In addition to this, a coating film containing 1 part of amorphous silica, 0.1 part of red iron oxide, 0.01 part of a dispersant (sodium tripolyphosphate), 0.01 part of a crack inhibitor (zirconium oxide), and 1 part of water. The slurry was applied to the excipient at a rate of 200 S'/7n2 and allowed to naturally cure.
(4週間)。このようにして非常に良好な塗膜を得るこ
とができた。(4 weeks). In this way, a very good coating film could be obtained.
実施例1及び2で得た硬化体を2日間水中浸漬した後の
液のpHを測定したところ8〜9.5の弱アルカリ性を
呈し、セメント単体の場合のp H12〜13に比べて
低くなっていることから、セメント硬化体の遊離アルカ
リ量が少くなっていることが判った。When the pH of the solution after immersing the cured bodies obtained in Examples 1 and 2 in water for 2 days was measured, it was found to be slightly alkaline at 8 to 9.5, which was lower than the pH of 12 to 13 in the case of cement alone. It was found that the amount of free alkali in the hardened cement was reduced.
Claims (1)
3” 3CaSO,” 31〜32.H2O、以下TS
Hという〕とアルミナ成分とガラス繊維と水を加え、さ
らに更すれば他の繊維状補強材、充填剤等のその他の添
加物を加えて均一に混合した後、賦形し養生することを
特徴とするガラス繊維強化セメント硬化体の製法。1 Ettringite (30aO・Al2O) in cements
3"3CaSO," 31-32. H2O, hereinafter TS
H], alumina component, glass fiber, and water, and further, other additives such as other fibrous reinforcing materials and fillers are mixed uniformly, and then shaped and cured. A method for manufacturing a hardened glass fiber reinforced cement body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5054676A JPS5828225B2 (en) | 1976-04-30 | 1976-04-30 | Manufacturing method of hardened cement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5054676A JPS5828225B2 (en) | 1976-04-30 | 1976-04-30 | Manufacturing method of hardened cement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS52133330A JPS52133330A (en) | 1977-11-08 |
| JPS5828225B2 true JPS5828225B2 (en) | 1983-06-14 |
Family
ID=12861999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5054676A Expired JPS5828225B2 (en) | 1976-04-30 | 1976-04-30 | Manufacturing method of hardened cement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5828225B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55121949A (en) * | 1979-03-12 | 1980-09-19 | Nihon Cement | Glass fiber reinforced concrete product |
| JPS5617972A (en) * | 1979-07-24 | 1981-02-20 | Okamura Tatsurou | Construction material and its manufacture |
| JPS5747609A (en) * | 1980-09-05 | 1982-03-18 | Denki Kagaku Kogyo Kk | Manufacture of hume pipe |
-
1976
- 1976-04-30 JP JP5054676A patent/JPS5828225B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS52133330A (en) | 1977-11-08 |
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